Integrated experimental, statistical, and ANN validation study on concrete deterioration under acid rain, carbonation, and chloride environments

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Authors: Y. H. Sudeep, V. Vijaykumar, M. S. Ujawl, Christo George, S. Karthik, Rakesh Kumar, Gopal Bharamappa Bekkeri, Kiran Kumar Shetty
Cited by: 1
References: 32

Abstract

Abstract Concrete structures in coastal–industrial regions are simultaneously exposed to acid rain, carbonation, and chloride ingress; however, most durability studies investigate these mechanisms independently, limiting realistic service-life prediction. This study presents an integrated experimental, statistical, and artificial neural network (ANN)-based evaluation of M40-grade concrete subjected to synthetic acid rain, accelerated carbonation, and combined carbonation–chloride environments. Laboratory simulations were conducted for exposure durations of 20, 40, 60, and 80 h to replicate aggressive atmospheric conditions. Mechanical degradation was assessed through compressive and splitting tensile strength tests, while chemical deterioration was quantified using depth-wise pH profiling and carbonation depth measurements. Results revealed that compressive strength decreased by up to ~ 25% under acid rain exposure and showed greater deterioration under combined carbonation–chloride conditions. Splitting tensile strength exhibited higher sensitivity to degradation, with reductions exceeding 20% at prolonged exposure durations. Surface pH declined from 12.6 to approximately 8.8, confirming rapid alkalinity loss in the outer 1 cm zone. Carbonation depth increased progressively, reaching ~ 11.5 mm in the combined exposure environment. Regression analysis demonstrated strong inverse correlations (R 2 > 0.90) between carbonation depth and mechanical properties, while one-way ANOVA confirmed statistically significant differences across exposure durations ( p < 0.05). To enhance predictive capability, an ANN model was developed using experimental parameters as inputs, achieving high prediction accuracy (R 2 = 0.98 for training and R 2 = 0.96 for testing). The findings highlight synergistic deterioration effects of multi-environmental exposure and emphasize durability-based design strategies for reinforced concrete structures in aggressive environments.

Fields of Study & Subjects

Concrete and Cement Materials Research Concrete Corrosion and Durability Microbial Applications in Construction Materials

Publication details

Journal / source
Innovative Infrastructure Solutions
Publisher
Springer Science and Business Media LLC
Volume
11
Issue
7
Publication date
15 June 2026
Language
EN